Combined effects of increasing temperature and confining pressure on the fracture toughness of clay bearing rocks

By T. Funatsu, M. Seto, H. Shimada, K. Matsui, M. Kuruppu. 2004

210 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/eb76c09d58dcfe87e5f6711abf1f1702f359bb4d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. M. Aliha
2. M. Ayatollahi
3. J. Akbardoost
4. Xibing Li
5. A. Bunger
6. Kaiwen Xia
7. A. Bahmani
8. Jian Zhao

In Management, Monitoring, Policy and Law

1. Xibing Li
2. Kaiwen Xia
3. Qianbing Zhang
4. Jian Zhao
5. Feng Dai

In Mechanics of Materials

1. M. Aliha
2. M. Ayatollahi
3. M. Kuruppu
4. J. Akbardoost
5. T. Funatsu
6. K. Matsui
7. Xibing Li
8. T. Yin

Citations in the corpus

• A review of mechanical models of dike propagation: Schools of thought, results and future directions (2015, background): “…sures relevant for the upper crustal layers (<3 km depth) and there is poor1035 constraint on the influence of the confining pressure on Kc, when the effect1036 is probably significant (Rubin, 1993c), in particular when combined with the1037 effect of increased temperature (Funatsu et al., 2004).”
• Influence of relative humidity on fracture toughness of rock: Implications for subcritical crack growth (2012, background): “…fracture toughness of a Saudi Arabian limestone exhibiting an increase in the fracture toughness with increasing the temperature up to 116 C. Funatsu et al. (2004) investigated the fracture toughness of Kimachi sandstone and Tage tuff, in the former case measuring an almost constant…”
• Effects of temperature and confining pressure on mixed-mode (I–II) and mode II fracture toughness of Kimachi sandstone (2014, background): “The variation in mode I fracture toughness was taken from [32].”
• ISRM-Suggested Method for Determining the Mode I Static Fracture Toughness Using Semi-Circular Bend Specimen (2013, background): “Temperature may be set at a predetermined level and maintained until the specimen is heated uniformly (Funatsu et al. 2004; Kuruppu and Seto 2001).”
• Typical Upper Bound–Lower Bound Mixed Mode Fracture Resistance Envelopes for Rock Material (2011, background): “…behavior of various rock materials under mode I (Chong and Kuruppu 1984; Chong et al. 1987; Zhao et al. 1994; Lim et al. 1994a; Fowell 1994,1995; Funatsu et al. 2004; Aliha et al. 2006; Nasseri and Mohanty 2008) and mixed mode I/II loading (Awaji and Sato 1978; Lim et al. 1994b; Krishnan et al.…”
• Effect of Thermal Treatment on the Dynamic Fracture Toughness of Laurentian Granite (2012, background): “Funatsu et al. (2004), who measured the static fracture toughness of Kimachi sandstone and Tage tuff.”
• The Influence of Temperature on Mode I Fracture Toughness and Fracture Characteristics of Sandstone (2017, background): “Using straight edge-notched round bar bend (SENRBB) specimens and semicircular bend (SCB) specimens, Funatsu et al. (2004) studied changes in fracture toughness of Kimachi sandstone and Tage tuff.”